JP4498714B2 - Spray material - Google Patents
Spray material Download PDFInfo
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- JP4498714B2 JP4498714B2 JP2003335172A JP2003335172A JP4498714B2 JP 4498714 B2 JP4498714 B2 JP 4498714B2 JP 2003335172 A JP2003335172 A JP 2003335172A JP 2003335172 A JP2003335172 A JP 2003335172A JP 4498714 B2 JP4498714 B2 JP 4498714B2
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- parts
- cement
- quick setting
- gypsum
- setting agent
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- 239000004568 cement Substances 0.000 claims description 37
- 239000003795 chemical substances by application Substances 0.000 claims description 23
- 239000002893 slag Substances 0.000 claims description 20
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 15
- 210000004556 brain Anatomy 0.000 claims description 11
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 claims description 10
- 239000007921 spray Substances 0.000 claims description 9
- 229910052783 alkali metal Inorganic materials 0.000 claims description 6
- 230000002378 acidificating effect Effects 0.000 claims description 4
- -1 alkali metal aluminate Chemical class 0.000 claims description 3
- 239000011505 plaster Substances 0.000 claims 1
- 239000002023 wood Substances 0.000 claims 1
- 239000000843 powder Substances 0.000 description 21
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 19
- 239000004567 concrete Substances 0.000 description 17
- 238000011161 development Methods 0.000 description 13
- 239000010440 gypsum Substances 0.000 description 12
- 229910052602 gypsum Inorganic materials 0.000 description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 239000000292 calcium oxide Substances 0.000 description 10
- 235000012255 calcium oxide Nutrition 0.000 description 10
- 238000005507 spraying Methods 0.000 description 10
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 9
- 239000003513 alkali Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 150000004645 aluminates Chemical class 0.000 description 5
- 230000001771 impaired effect Effects 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 4
- 229910004298 SiO 2 Inorganic materials 0.000 description 4
- 239000002253 acid Substances 0.000 description 4
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 4
- 230000007774 longterm Effects 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 230000035515 penetration Effects 0.000 description 4
- 238000012360 testing method Methods 0.000 description 4
- 150000001340 alkali metals Chemical class 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 238000010298 pulverizing process Methods 0.000 description 3
- 239000002994 raw material Substances 0.000 description 3
- 229910004261 CaF 2 Inorganic materials 0.000 description 2
- KRHYYFGTRYWZRS-UHFFFAOYSA-N Fluorane Chemical compound F KRHYYFGTRYWZRS-UHFFFAOYSA-N 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 2
- 239000006227 byproduct Substances 0.000 description 2
- 239000003153 chemical reaction reagent Substances 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000005342 ion exchange Methods 0.000 description 2
- 238000000691 measurement method Methods 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000011378 shotcrete Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- WHXSMMKQMYFTQS-UHFFFAOYSA-N Lithium Chemical compound [Li] WHXSMMKQMYFTQS-UHFFFAOYSA-N 0.000 description 1
- 229910000805 Pig iron Inorganic materials 0.000 description 1
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000288 alkali metal carbonate Inorganic materials 0.000 description 1
- 150000008041 alkali metal carbonates Chemical class 0.000 description 1
- 150000008044 alkali metal hydroxides Chemical class 0.000 description 1
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 1
- 229910000323 aluminium silicate Inorganic materials 0.000 description 1
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 description 1
- 239000007798 antifreeze agent Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 229910001570 bauxite Inorganic materials 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical compound O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 description 1
- 239000000460 chlorine Substances 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 239000013065 commercial product Substances 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 150000004683 dihydrates Chemical class 0.000 description 1
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 1
- 239000002270 dispersing agent Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 229910052744 lithium Inorganic materials 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000003002 pH adjusting agent Substances 0.000 description 1
- 239000006072 paste Substances 0.000 description 1
- 229910052700 potassium Inorganic materials 0.000 description 1
- 239000011591 potassium Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 229910001388 sodium aluminate Inorganic materials 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Lining And Supports For Tunnels (AREA)
Description
本発明は、道路、鉄道、及び導水路等のトンネル、並びに、法面において、露出した地山面に急結性のコンクリートを吹き付ける際に使用する吹付け材、吹付けコンクリート、及びこれを用いた吹付け工法に関する。 The present invention relates to a tunnel, such as a road, a railway, and a diversion channel, and a spray material used when spraying fast-setting concrete on an exposed natural ground surface on a slope, and shot concrete. It relates to the spraying method.
従来、トンネルの掘削作業等において露出した地山の崩落を防止するために、粉体の急結剤をコンクリートに混合した急結性吹付けコンクリートを吹き付ける工法が用いられている(特許文献1、特許文献2、及び特許文献3参照)。
これらの吹付け工法で使用するセメントとしては、急結性や初期強度発現性の面から普通ポルトランドセメントが多用されている。
しかしながら、近年、廃棄物を再利用する廃棄物循環型社会構築の機運が高まっており、高炉スラグ微粉末の使用が環境負荷低減の一環として推奨され、高炉スラグ微粉末を混合した混合セメントにおいても、急結性や初期強度発現性の優れる材料の開発が待たれていた。
Conventionally, in order to prevent collapse of exposed ground in tunnel excavation work or the like, a method of spraying quick setting sprayed concrete in which powder quick setting agent is mixed with concrete is used (Patent Document 1, (See Patent Document 2 and Patent Document 3).
As the cement used in these spraying methods, ordinary Portland cement is frequently used in terms of rapid setting and initial strength development.
However, in recent years, the momentum for building a recycling-oriented society that recycles waste has increased, and the use of fine blast furnace slag powder has been recommended as part of the reduction of environmental impact, and even in mixed cement mixed with fine blast furnace slag powder. The development of materials with excellent quick setting and initial strength development has been awaited.
また、地域によっては、酸性の地質を有する箇所もあり、耐久性向上の面から、このような箇所では耐酸性に優れる高炉スラグ微粉末を使用することが望まれている。
しかしながら、高炉スラグ微粉末と普通ポルトランドセメントを混合した高炉セメントでは、低温時の初期強度発現性が低下するという課題があった。
In addition, some areas have acidic geology. From the viewpoint of improving durability, it is desired to use blast furnace slag fine powder having excellent acid resistance in such areas.
However, blast furnace cement in which blast furnace slag fine powder and ordinary Portland cement are mixed has a problem in that the initial strength development at low temperatures is reduced.
そして、初期強度発現性の低下が引き起こす剥落による災害を回避するために、薄吹きにて施工した場合や、また、厚吹きした場合にでも充分な安全強度に達するまでの時間を確保し、次工程に進めない場合には、工期の長期化によるコストアップが問題となった。
特定の急結剤によりこれらの急硬成分の能力を充分に引き出すことが可能であれば、水和活性の低い高炉スラグ微粉末を使用した混合セメントにおいても工期の短縮化が図れるものと考えられる。
If it is possible to sufficiently bring out the ability of these quick hardening components with a specific quick setting agent, it is thought that the construction period can be shortened even in mixed cement using blast furnace slag fine powder with low hydration activity. .
本発明者は、以上の状況を鑑み、アルミナセメントと高炉スラグ微粉末を組み合わせた混合セメントを使用することで、環境循環型社会に貢献でき、かつ、この混合セメントとカルシウムアルミネートや石膏を含有する急結剤を併用することで、急結性や耐酸性に優れるものが得られるという知見を得て本発明を完成するに至った。 In view of the above situation, the present inventor can contribute to an environmental recycling society by using a mixed cement in which alumina cement and blast furnace slag fine powder are combined, and contains this mixed cement and calcium aluminate or gypsum. Thus, the present inventors have completed the present invention by obtaining the knowledge that a combination of the rapid setting agent and the rapid setting property and acid resistance can be obtained.
本発明は、(1)ブレーン比表面積値が2,500cm2/g以上のアルミナセメント35〜50部とブレーン比表面積値が3,000cm2/g以上の高炉スラグ微粉末50〜65部からなる混合セメント100部と、(2)急結剤100部中、(2−1)ブレーン値が6,000cm 2 /g以上のカルシウムアルミネート30〜70部と(2−2)ブレーン値が5,000cm 2 /g以上であり、pH8以下の弱アルカリから酸性の石膏30〜70部と(2−3)アルカリ金属アルミン酸塩5〜20部とを含有する急結剤を2〜15部含有してなる吹付け材である。 The present invention consists of (1) Blaine specific surface area of 2,500 cm 2 / g or more alumina cement 35-50 parts and Blaine specific surface area of 3,000 cm 2 / g or more blast furnace slag from 50 to 65 parts 100 parts of mixed cement , (2) in 100 parts of quick setting agent, (2-1) 30 to 70 parts of calcium aluminate having a brain value of 6,000 cm 2 / g or more, and (2-2) a brain value of 5, 000 cm 2 / g or more, containing 2 to 15 parts of quick setting agent containing 30 to 70 parts of acidic gypsum from weak alkali having a pH of 8 or less and (2-3) 5 to 20 parts of alkali metal aluminate. It is a spray material.
以下、本発明を詳細に説明する。
なお、本発明でいうセメントコンクリートとは、セメントペースト、モルタル、及びコンクリートの総称である。
また、本発明における部や%は特に規定しない限り質量基準で示す。
Hereinafter, the present invention will be described in detail.
In addition, the cement concrete as used in this invention is a general term for cement paste, mortar, and concrete.
Further, parts and% in the present invention are shown on a mass basis unless otherwise specified.
本発明で使用するアルミナセメントとは、アルミナ源として、ボーキサイト、高アルミナ質、及び精製アルミナなどを、カルシア源として、石灰石や生石灰等を使用し、生成物中のCaO・Al2O3が主成分となるように調合し、電気炉、放射炉、平炉、及びロータリーキルンなどで、溶融又は焼成したクリンカーを、チューブミル、振動ミル、ジェットミル、及びローラーミルなどの粉砕機で粉砕したもので、アルミナセメントとして市販されているものの使用も可能である。
アルミナセメントの粒度は特に限定されるものではないが、ブレーン比表面積値(以下、ブレーン値という)で2,500cm2/g以上が好ましい。2,500cm2/g未満では優れた急結性が得られない場合がある。
The alumina cement used in the present invention uses bauxite, high alumina, refined alumina, etc. as the alumina source, limestone, quicklime, etc. as the calcia source, and mainly contains CaO / Al 2 O 3 in the product. The clinker prepared by mixing into components and melted or fired in an electric furnace, radiation furnace, flat furnace, rotary kiln, etc. is pulverized by a pulverizer such as a tube mill, a vibration mill, a jet mill, and a roller mill. Commercially available alumina cement can also be used.
The particle size of the alumina cement is not particularly limited, but it is preferably 2,500 cm 2 / g or more in terms of the specific surface area of the brain (hereinafter referred to as the brain value). If it is less than 2,500 cm 2 / g, excellent quick setting may not be obtained.
本発明で使用する高炉スラグ微粉末(以下、スラグ粉という)は、溶鉱炉で鉄鋼石から銑鉄をつくる際に副生する溶融スラグを粉砕又は粉砕・分級して得られる微粉末であり、アルミノケイ酸塩を主成分とする微粉末であり、JIS A 6206に規定されるものが好ましい。
本発明において、スラグ粉は、CaO、SiO2、Al2O3、及びMgOなどを含有し、CaO/SiO2が1.15〜1.25、(CaO+MgO)/(SiO2+Al2O3)が0.90〜1.05、Al2O3が15部未満、並びに、MgOが5部未満であることが好ましい。これらの範囲を超えると優れた強度発現性が得られない場合がある。
スラグ粉の粒度は、強度発現性の面からブレーン値で3,000cm2/g以上が好ましい。
スラグ粉の使用量は、アルミナセメントとスラグ粉の合計100部中、15〜65部が好ましく、20〜50部がより好ましい。15部未満では循環型社会の構築への寄与が小さく、硬化体中の塩素含有量が低減しない場合があり、65部を超えると低温時の初期強度発現性が損なわれる場合がある。
Blast furnace slag fine powder used in the present invention (hereinafter referred to as slag powder) is a fine powder obtained by pulverizing or pulverizing and classifying molten slag produced as a by-product when producing pig iron from iron ore in a blast furnace, and aluminosilicate A fine powder mainly composed of a salt, and those defined in JIS A 6206 are preferable.
In the present invention, the slag powder contains CaO, SiO 2 , Al 2 O 3 , MgO, etc., CaO / SiO 2 is 1.15 to 1.25, (CaO + MgO) / (SiO 2 + Al 2 O 3 ) is 0.90 to 1.05. Preferably, Al 2 O 3 is less than 15 parts and MgO is less than 5 parts. If it exceeds these ranges, excellent strength development may not be obtained.
The grain size of the slag powder is preferably 3,000 cm 2 / g or more in terms of the brain value from the viewpoint of strength development.
The amount of slag powder used is preferably 15 to 65 parts, more preferably 20 to 50 parts, in a total of 100 parts of alumina cement and slag powder. If it is less than 15 parts, the contribution to the construction of a recycling society is small and the chlorine content in the cured product may not be reduced. If it exceeds 65 parts, the initial strength development at low temperatures may be impaired.
本発明の急結剤は、少なくともカルシウムアルミネートと石膏を含有するものである。 The quick setting agent of the present invention contains at least calcium aluminate and gypsum.
本発明で使用するカルシウムアルミネートは、CaO原料やAl2O3原料等を混合したものを、キルンでの焼成や、電気炉での溶融等の熱処理をし、粉砕して得られるものであり、3CaO・Al2O3(C3A)、12CaO・7Al2O3(C12A7)、11CaO・7Al2O3・CaF2(C11A7CaF2)、11CaO・7Al2O3・CaCl2(C11A7CaCl2)、2CaO・Al2O3・SiO2(C2AS)、CaO・Al2O3(CA)、及びCaO・2Al2O3(CA2)などと示されるものであり、これらのうちの一種又は二種以上を併用することが可能である。
さらに、これらにアルカリ金属が固溶したものやミネライザーとしてMgやSiを含有させることも可能である。
カルシウムアルミネートは、非晶質、結晶質、いずれも使用可能であり、これらが混在することも可能である。
カルシウムアルミネートの粒度やその分布は特に限定されるものではないが、急結性の面からブレーン値で4,000cm2/g以上好ましく、6,000cm2/g以上がより好ましい。4,000cm2/g未満では優れた急結性が得られない場合がある。
カルシウムアルミネートの使用量は特に限定されるものではないが、急結剤100部中、30〜70部が好ましい。30部未満では優れた急結性が得られない場合があり、70部を超えると長期強度発現性が損なわれる場合がある。
The calcium aluminate used in the present invention is obtained by pulverizing a mixture of CaO raw material, Al 2 O 3 raw material, etc., firing in a kiln or heat treatment such as melting in an electric furnace. , 3CaO ・ Al 2 O 3 (C 3 A), 12CaO ・ 7Al 2 O 3 (C 12 A 7 ), 11CaO ・ 7Al 2 O 3・ CaF 2 (C 11 A 7 CaF 2 ), 11CaO ・ 7Al 2 O 3 · CaCl 2 (C 11 a 7 CaCl 2), 2CaO · Al 2 O 3 · SiO 2 (C 2 aS), CaO · Al 2 O 3 (CA), and CaO · 2Al 2 O 3 (CA 2) and the like It is shown and it is possible to use 1 type, or 2 or more types of these together.
Furthermore, it is possible to contain Mg or Si as a solution in which an alkali metal is dissolved or a mineralizer.
Calcium aluminate can be used either amorphous or crystalline, and these can be mixed.
It is not particularly limited particle size and its distribution of calcium aluminate, preferably 4,000 cm 2 / g or more in Blaine value in terms of quick-setting property, 6,000 2 / g or more is more preferable. If it is less than 4,000 cm 2 / g, excellent quick setting may not be obtained.
Although the usage-amount of a calcium aluminate is not specifically limited, 30-70 parts are preferable in 100 parts of quick setting agents. If it is less than 30 parts, excellent quick setting may not be obtained, and if it exceeds 70 parts, long-term strength development may be impaired.
本発明で使用する石膏としては、弗酸副生無水石膏や天然無水石膏の無水石膏、半水石膏、及び二水石膏等が挙げられ、これらのうちの一種又は二種以上が使用可能である。
石膏を水に浸漬させたときのpHは、pH8以下の弱アルカリから酸性のものが好ましい。pHが高い場合、石膏の溶解度が高くなり、初期の強度発現性を阻害する場合がある。ここでいうpHとは、石膏/イオン交換水が1g/100gの20℃における希釈スラリーのpHをイオン交換電極等を用いて測定したものである。
石膏の粒度は、ブレーン値で3,000cm2/g以上が好ましく、5,000cm2/g以上が強度発現性の面から好ましい。
石膏の使用量は特に限定されるものではないが、急結剤100部中、30〜70部が好ましい。30部未満では長期強度発現性が損なわれる場合があり、60部を超えると優れた急結性が得られない場合がある。
Examples of the gypsum used in the present invention include hydrofluoric acid byproduct anhydrous gypsum and natural anhydrous gypsum anhydrous gypsum, hemihydrate gypsum, and dihydrate gypsum, and one or more of these can be used. .
The pH when the gypsum is immersed in water is preferably from a weak alkali having a pH of 8 or less to acidic. When the pH is high, the solubility of gypsum becomes high, which may inhibit the initial strength development. The pH here is a value obtained by measuring the pH of the diluted slurry at 20 ° C. with 1 g / 100 g of gypsum / ion exchange water using an ion exchange electrode or the like.
The particle size of the gypsum is preferably 3,000 cm 2 / g or more in Blaine value, 5,000 cm 2 / g or more is preferable in view of strength development.
Although the usage-amount of gypsum is not specifically limited, 30-70 parts are preferable in 100 parts of quick setting agents. If it is less than 30 parts, long-term strength development may be impaired, and if it exceeds 60 parts, excellent quick setting may not be obtained.
本発明で使用するアルカリ金属アルミン酸塩(以下、アルミン酸アルカリという)は、アルミナ原料とアルカリ金属水酸化物とを混合して得られるものであり、アルカリ金属としては、リチウム、ナトリウム、及びカリウムなどが挙げられる。
アルミン酸アルカリのR2OとAl2O3のモル比は特に限定されるものではないが、0.65〜1.2が好ましい。0.65未満では優れた急結性が得られない場合があり、1.2を超えると長期強度発現性が損なわれる場合がある。ここで、Rはアルカリ金属元素である。
アルミン酸アルカリの粒度はカルシウムアルミネートや石膏と同等か、それ以上であることが急結性を向上させる面から好ましい。
アルミン酸アルカリの使用量は、急結剤100部中、5〜20部が好ましい。5部未満ではより優れた急結性が得られない場合があり、20部を超えると急結性状が損なわれる場合がある。
The alkali metal aluminate used in the present invention (hereinafter referred to as alkali aluminate) is obtained by mixing an alumina raw material and an alkali metal hydroxide. Examples of the alkali metal include lithium, sodium, and potassium. Etc.
The molar ratio of alkali aluminate R 2 O to Al 2 O 3 is not particularly limited, but is preferably 0.65 to 1.2. If it is less than 0.65, excellent quick setting may not be obtained, and if it exceeds 1.2, long-term strength development may be impaired. Here, R is an alkali metal element.
The particle size of the alkali aluminate is preferably equal to or higher than that of calcium aluminate or gypsum from the viewpoint of improving quick setting.
The amount of alkali aluminate used is preferably 5 to 20 parts in 100 parts of the quick setting agent. If it is less than 5 parts, better quick setting may not be obtained, and if it exceeds 20 parts, quick setting may be impaired.
本発明の急結剤には、これらの材料以外にアルカリ金属炭酸塩、生石灰、消石灰、及び水酸化アルミニウムなどを含有させることが可能である。 In addition to these materials, the quick setting agent of the present invention can contain alkali metal carbonate, quicklime, slaked lime, aluminum hydroxide, and the like.
さらに、本発明では、pH調整剤、分散剤、安定化剤、防凍剤、水溶性促進剤、AE剤、減水剤、AE減水剤、凝結遅延剤、増粘剤、繊維、及び微粉等の添加剤を本発明の目的を実質的に阻害しない範囲で併用することが可能である。 Furthermore, in the present invention, addition of a pH adjuster, a dispersant, a stabilizer, an antifreeze agent, a water solubility promoter, an AE agent, a water reducing agent, an AE water reducing agent, a set retarder, a thickener, a fiber, a fine powder, and the like An agent can be used in combination as long as the object of the present invention is not substantially inhibited.
急結剤の使用量は、アルミナセメントとスラグ粉の混合セメント100部に対して、2〜15部が好ましい。2部未満では優れた凝結性状が発揮されない場合があり、15部を超えると長期強度発現性が悪くなる場合がある。 The amount of the rapid setting agent is preferably 2 to 15 parts with respect to 100 parts of the mixed cement of alumina cement and slag powder. If it is less than 2 parts, the excellent setting properties may not be exhibited, and if it exceeds 15 parts, long-term strength development may be deteriorated.
吹付けコンクリート中の混合セメントの使用量は、330〜500kg/m3が好ましく、水セメント比は40〜65%が好ましい。この範囲外では、施工性や耐久性に問題が生じる場合がある。
また、吹付けセメントコンクリートのスランプやフロー値に関しては特に限定されるものではない。
The amount of mixed cement used in the shotcrete is preferably 330 to 500 kg / m 3 , and the water cement ratio is preferably 40 to 65%. Outside this range, problems may arise in workability and durability.
Moreover, it does not specifically limit regarding the slump and flow value of spray cement concrete.
本吹付け工法としては、一般的に行われている湿式の吹付け工法や乾式の吹付け工法が使用可能である。
湿式の吹付け工法としては、吹付けセメントコンクリートに急結剤を混合する方法等が挙げられ、乾式の吹付け工法としては、セメント、砂、及び砂利のコンクリート組成物に、水や急結剤を混合する方法や、セメント、砂、砂利、及び急結剤に、水を混合する方法等が挙げられる。
As this spraying method, a commonly used wet spraying method or a dry spraying method can be used.
Examples of the wet spraying method include a method of mixing a quick setting agent in the sprayed cement concrete, and the dry spraying method includes adding water and a quick setting agent to cement, sand, and gravel concrete compositions. And a method of mixing water with cement, sand, gravel, and quick-setting agent.
急結剤を吹付けセメントコンクリートに混合する方法としては、Y字管等を用いて吹付け直前に混合することが好ましい。具体的には、圧送されてきた吹付けセメントコンクリートに、急結剤を添加して急結性吹付けセメントコンクリートを調製し、その急結性吹付けセメントコンクリートが吐出されるまでの時間を10秒以内にすることが好ましく、2秒以内にすることがより好ましい。 As a method of mixing the quick setting agent with the sprayed cement concrete, it is preferable to mix it immediately before spraying using a Y-shaped tube or the like. Specifically, quick setting agent is added to sprayed cement concrete that has been pumped to prepare quick setting spray cement concrete, and the time until the quick setting spray cement concrete is discharged is 10 times. It is preferably within 2 seconds, more preferably within 2 seconds.
また、本発明の急結性吹付けセメントコンクリートをトンネルの地山の他、法面の地山に直接、又は、フレーム骨格を配置した個所に吹き付けることも可能である。
ここで、フレーム骨格とは、金網、鉄筋、及び鉄骨等を組み合わせて壁面に固定したものであり、該フレーム骨格に急結性吹付けセメントコンクリートを吹き付け、鉄筋類含有コンクリートフレームとする。
Further, the quick setting sprayed cement concrete of the present invention can be sprayed directly on a slope ground, or on a place where a frame skeleton is arranged, in addition to a ground ground of a tunnel.
Here, the frame skeleton is a structure in which a wire mesh, a reinforcing bar, a steel frame, and the like are combined and fixed to a wall surface, and rapidly setting sprayed cement concrete is sprayed on the frame skeleton to form a reinforcing steel-containing concrete frame.
本発明の吹付け材、吹付けセメントコンクリート、及びそれを用いた吹付け工法によって、産業副産物であるスラグ粉を使用しても、高い急結性を付与することが可能となり、その硬化体は耐酸性を有するなどの効果を奏する。 By using the spray material of the present invention, spray cement concrete, and the spray method using the same, it is possible to impart high quick setting properties even when using industrial slag powder, It has effects such as having acid resistance.
以下、実験例に基づき本発明をさらに詳細に説明する。 Hereinafter, the present invention will be described in more detail based on experimental examples.
セメント/砂比(C/S)が1/3、水/セメント比(W/C)が60%のモルタル配合を使用し、アルミナセメント60部とスラグ粉40部を使用し、この混合セメント100部に対して、表1に示す種類の急結剤を8部使用してプロクター貫入抵抗値を測定した。試験環境温度は20℃である。結果を表1に併記する。 Using a mortar with a cement / sand ratio (C / S) of 1/3 and a water / cement ratio (W / C) of 60%, using 60 parts of alumina cement and 40 parts of slag powder, this mixed cement 100 The part penetration resistance value was measured using 8 parts of the quick setting agent of the type shown in Table 1. The test environment temperature is 20 ° C. The results are also shown in Table 1.
<使用材料>
アルミナセメント:市販品
スラグ粉 :新日鐵高炉社製、商品名エスメント、ブレーン値4,000cm2/g
カルシウムアルミネート:C12A7組成、非晶質、ブレーン値8,000cm2/g
石膏 :無水石膏、一級試薬、ブレーン値6,000cm2/g
アルミン酸アルカリ:アルミン酸ナトリウム、一級試薬、ブレーン値4,000cm2/g
水 :水道水
砂 :新潟県姫川産川砂、比重2.62
<Materials used>
Alumina cement: Commercially available slag powder: manufactured by Nippon Steel Blast Furnace Co., Ltd., trade name Sment, brain value 4,000cm 2 / g
Calcium aluminate: C 12 A 7 composition, amorphous, brain value 8,000cm 2 / g
Gypsum: anhydrous gypsum, first grade reagent, brain value 6,000cm 2 / g
Alkali aluminate: sodium aluminate, first grade reagent, brain value 4,000cm 2 / g
Water: tap water sand: river sand from Himekawa, Niigata Prefecture, specific gravity 2.62
<測定方法>
プロクター貫入抵抗値:凝結性状の確認、ASTM C 403「貫入抵抗によるコンクリートの凝結時間試験方法」に準拠。モルタルと急結剤を混合後、1分と3分の凝結性状を評価。
<Measurement method>
Proctor penetration resistance value: Confirmation of setting properties, compliant with ASTM C 403 “Concrete setting time test method by penetration resistance”. After mixing mortar and quick setting agent, evaluate the setting properties for 1 minute and 3 minutes.
実験No.1-9で用いた急結剤を使用し、表2に示す量のアルミナセメントとスラグ粉を使用し、プロクター貫入抵抗値と重量変化率を測定したこと以外は、実験例1と同様に試験した。
また、比較のため、普通ポルトランドセメントを使用した場合についても同様に試験した。結果を表2に併記する。
Except for using the quick-setting agent used in Experiment No. 1-9, using the amount of alumina cement and slag powder shown in Table 2, and measuring the Procter penetration resistance and weight change rate, The same test was performed.
For comparison, the same test was performed when ordinary Portland cement was used. The results are also shown in Table 2.
<使用材料>
普通ポルトランドセメント:市販品
<Materials used>
Ordinary Portland cement: Commercial product
<測定方法>
重量変化率:耐酸性試験、硬化体を水中で28日間養生した後、5%の濃度の硫酸水溶液に28日間浸漬させ、浸漬前後の重量変化を測定した。
<Measurement method>
Weight change rate: Acid resistance test, the cured body was cured in water for 28 days, then immersed in a 5% strength aqueous sulfuric acid solution for 28 days, and the change in weight before and after immersion was measured.
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KR101045629B1 (en) * | 2011-02-23 | 2011-06-30 | 신성종합건축사사무소(주) | High durability shotcrete for concrete structures, retaining wall structure using the same and construction method thereof |
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